|
ContID 030710 EST NO 0021 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 030710 | Estimate Number | 0021 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06316) Platt, Michael C. | ||||||
| Contractor | JUDY CONSTRUCTION COMPANY | MARS ADDR SN 0 | |||||
| BOX 457 | |||||||
| CYNTHIANA , KY , 41031 | |||||||
| Pay Period | 11/30/2007 TO 12/31/2007 | ||||||
| Date Approved | 01/03/2008 | ||||||
| Primary Proj Number | X096111704001 | ||||||
| Project No. | BRZ 0603 (163) | ||||||
| Primary County | PENDLETON | ||||||
| Name of Road | BROWNING-MCKINNEYSBURG ROAD (CR1117) | ||||||
| Description | The Browning-Mckinneysburg Road (CR 1117) Bridge and Approaches over Licking River | ||||||
| Date Let | 10/24/2003 | Formal Acceptance | 08/14/2006 | ||||
| Date Awarded | 12/05/2003 | Date Work Began | 01/21/2004 | ||||
| Date Contract Executed | 12/24/2003 | Open To Traffic | 11/29/2005 | ||||
| Date NTP Issued | 12/24/2003 | Actual Completion Date | 11/29/2005 | ||||
| Current Contract Amount | $4,835,748.60 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,519,905.61 |
Total Earnings | $4,772,678.07 |
$4,768,524.43 |
$4,153.64 |
|
| Percent Complete | 98.77 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $59,568.61 |
Gross Earnings | $4,772,678.07 |
$4,768,524.43 |
$0.00 |
|
| Total Change Orders | $315,842.99 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,776,179.99 |
$4,772,026.35 |
4,153.64 |
|||
| Contract Id | 030710 | Change Order Summary |
County | PENDLETON | ||||||
| Estimate Nbr | 0021 | Project Number | BRZ 0603 (163) | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | Period | 11/30/2007 TO 12/31/2007 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Signs | Approved | 03/09/2005 | $1,750.00 | 0.0 | |||||
| 002 | Structural Steel, Handrail, & Drain Pipe | Approved | 03/09/2005 | $99,645.08 | 0.0 | |||||
| 003 | Special Seeding Crown Vetch | Approved | 03/09/2005 | $14,500.00 | 0.0 | |||||
| 004 | STEEL PRICE ADJUSTMENT | Approved | 03/09/2005 | $118,001.47 | 0.0 | |||||
| 005 | STEEL PRICE ADJUSTMENT | Approved | 01/20/2006 | $42,090.88 | 0.0 | |||||
| 006 | Channel Lining, Type I Fabric & Scrap Steel Credit | Approved | 05/15/2006 | $13,076.64 | 13.0 | |||||
| 007 | STEEL PRICE ADJUSTMENT | Approved | 08/25/2006 | $4,709.93 | 0.0 | |||||
| 008 | Topdressing Fertilizer | Approved | 09/18/2006 | $1,296.75 | 0.0 | |||||
| 009 | FUEL & ASPHALT ADJUSTMENTS | Approved | 05/08/2007 | $20,772.24 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| X096111704001 | 0001 | ROADWAY EXCAVATION | FUEL | 0001 | 0.00 |
$0.00 |
$3,501.92 |
||
| Contract Id | 030710 | COMMONWEALTH OF KENTUCKY |
County | PENDLETON | ||||||
| Contract Type | BRID BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | X096111704001 | ||||||
| Estimate Nbr | 0021 | Period | 11/30/2007 TO 12/31/2007 | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | |||||||||
| Project | X096111704001 | Fed/State Project Number | BRZ 0603 (163) | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0001 | ROADWAY EXCAVATION | 02200 | CUYD | 86,216.00 | 86,216.000 | 86,216.000 | 86,216.000 | 4.45 | 383,661.20 | |||
| 0002 | WATER | 02242 | MGAL | 680.00 | 680.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0003 | CONCRETE-CLASS A | 08100 | CUYD | 14.21 | 14.210 | 14.210 | 14.210 | 500.00 | 7,105.00 | |||
| 0004 | STEEL REINFORCEMENT | 08150 | LB | 544.00 | 544.000 | 544.000 | 544.000 | 1.00 | 544.00 | |||
| 0005 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,325.00 | 1,325.000 | 1,723.750 | 1,723.750 | 11.37 | 19,599.03 | |||
| 0006 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 8.000 | 14.000 | 14.000 | 50.00 | 700.00 | |||
| 0007 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 2,418.00 | 14,508.00 | |||
| 0008 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,482.00 | 5,928.00 | |||
| 0009 | REMOVE GUARDRAIL | 02381 | LF | 158.00 | 158.000 | 158.000 | 158.000 | 3.15 | 497.70 | |||
| 0010 | REMOVE PAVEMENT | 02091 | SQYD | 1,721.00 | 1,721.000 | 1,780.820 | 1,780.820 | 2.50 | 4,452.05 | |||
| 0011 | CULVERT PIPE-18 INCH | 00462 | LF | 129.00 | 129.000 | 129.000 | 129.000 | 38.00 | 4,902.00 | |||
| 0012 | CULVERT PIPE-24 INCH | 00464 | LF | 246.00 | 246.000 | 246.000 | 246.000 | 50.00 | 12,300.00 | |||
| 0013 | CULVERT PIPE-48 INCH | 00470 | LF | 85.00 | 85.000 | 85.000 | 85.000 | 80.00 | 6,800.00 | |||
| 0014 | ENTRANCE PIPE-15 INCH | 00440 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 20.00 | 900.00 | |||
| 0015 | ENTRANCE PIPE-18 INCH | 00441 | LF | 28.00 | 28.000 | 58.000 | 58.000 | 22.00 | 1,276.00 | |||
| 0016 | ENTRANCE PIPE-24 INCH | 00443 | LF | 44.00 | 44.000 | 74.000 | 74.000 | 25.00 | 1,850.00 | |||
| 0017 | PERFORATED PIPE-4 INCH | 01000 | LF | 136.00 | 136.000 | 136.000 | 136.000 | 8.00 | 1,088.00 | |||
| 0018 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 24.00 | 24.000 | 58.000 | 58.000 | 8.00 | 464.00 | |||
| 0019 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 425.00 | 850.00 | |||
| 0020 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 475.00 | 475.00 | |||
| 0021 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0022 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0023 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0024 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0025 | SEEDING AND PROTECTION | 05985 | SQYD | 50,556.00 | 50,556.000 | 46,672.110 | 46,672.110 | 0.28 | 13,068.19 | |||
| 0026 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 5,056.00 | 5,056.000 | 879.170 | 879.170 | 0.23 | 202.20 | |||
| 0027 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,005.00 | 2,005.000 | 1,018.630 | 1,018.630 | 1.20 | 1,222.35 | |||
| 0028 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 0029 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 25.00 | 25.00 | |||
| 0030 | SILT CHECK | 02705 | EACH | 33.00 | 33.000 | 15.000 | 15.000 | 50.00 | 750.00 | |||
| 0031 | CLEAN SILT CHECK | 02708 | EACH | 74.00 | 74.000 | 12.000 | 12.000 | 10.00 | 120.00 | |||
| 0032 | TEMPORARY SILT FENCE | 02701 | LF | 1,740.00 | 1,740.000 | 1,770.000 | 1,770.000 | 2.25 | 3,982.50 | |||
| 0033 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 1,740.00 | 1,740.000 | 1,458.000 | 1,458.000 | 0.25 | 364.50 | |||
| 0034 | SILT CHECK TY II (MOD) | 09277 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 200.00 | 1,000.00 | |||
| 0035 | CHANNEL LINING CLASS II | 02483 | TON | 2,577.50 | 2,577.500 | 178.070 | 1,213.880 | 1,391.950 | 20.00 | 3,561.40 | 27,839.00 | |
| 0036 | CHANNEL LINING CLASS III | 02484 | TON | 375.50 | 375.500 | 26.920 | 740.350 | 767.270 | 22.00 | 592.24 | 16,879.94 | |
| 0037 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 53.00 | 53.000 | 53.000 | 53.000 | 82.40 | 4,367.20 | |||
| 0038 | EDGE KEY | 02585 | LF | 82.00 | 82.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0039 | D G A BASE | 00001 | TON | 2,801.00 | 2,801.000 | 2,088.910 | 2,088.910 | 19.56 | 40,859.07 | |||
| 0040 | TRAFFIC BOUND BASE | 00020 | TON | 105.00 | 105.000 | 395.010 | 395.010 | 15.00 | 5,925.15 | |||
| 0041 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | TON | 2,642.00 | 2,642.000 | 2,639.170 | 2,639.170 | 49.00 | 129,319.33 | |||
| 0042 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | TON | 605.00 | 605.000 | 685.850 | 685.850 | 55.00 | 37,721.75 | |||
| 0043 | CLEARING AND GRUBBING | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0044 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,000.00 | 28,000.00 | |||
| 0045 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0046 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 60,000.00 | 0.00 | |||
| 8000 | SIGNS | 02562 | SQFT | 0.00 | 175.000 | 144.000 | 144.000 | 10.00 | 1,440.00 | |||
| 8004 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 0.00 | 50,000.000 | 25,313.770 | 25,313.770 | 0.29 | 7,340.99 | |||
| 8006 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 0.00 | 2,181.010 | 2,201.010 | 2,201.010 | 2.50 | 5,502.52 | |||
| 8008 | STEEL PRICE ADJUSTMENT Guardrail | 10100NS | DOLL | 0.00 | 4,709.930 | 4,709.930 | 4,709.930 | 1.00 | 4,709.93 | |||
| 8009 | TOPDRESSING FERTILIZER | 05966 | TON | 0.00 | 2.470 | 2.470 | 2.470 | 525.00 | 1,296.75 | |||
| 8010 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 5,937.560 | 5,937.560 | 5,937.560 | 1.00 | 5,937.56 | |||
| 8012 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 9,139.470 | 9,139.470 | 9,139.470 | 1.00 | 9,139.47 | |||
| Project | X096111704001 | Fed/State Project Number | BRZ 0603 (163) | Category | 0003 BRIDGE | |||||||
| 0047 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 386.00 | 386.000 | 386.000 | 386.000 | 30.00 | 11,580.00 | |||
| 0048 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 45.00 | 45.000 | 33.080 | 33.080 | 30.00 | 992.40 | |||
| 0049 | MASONRY COATING | 02998 | SQYD | 2,168.00 | 2,168.000 | 1,539.050 | 1,539.050 | 9.00 | 13,851.45 | |||
| 0050 | CONCRETE-CLASS A | 08100 | CUYD | 588.80 | 588.800 | 588.800 | 588.800 | 350.00 | 206,080.00 | |||
| 0051 | CONCRETE-CLASS AA | 08104 | CUYD | 1,220.00 | 1,220.000 | 1,220.000 | 1,220.000 | 350.00 | 427,000.00 | |||
| 0052 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 740.00 | 1,620.870 | 1,620.870 | 1,620.870 | 25.00 | 40,521.75 | |||
| 0053 | PILES-STEEL HP14X89 | 08051 | LF | 2,149.00 | 2,149.000 | 1,983.730 | 1,983.730 | 30.00 | 59,511.90 | |||
| 0054 | PILE POINTS-14 INCH | 08095 | EACH | 99.00 | 99.000 | 99.000 | 99.000 | 125.00 | 12,375.00 | |||
| 0055 | TEST PILES | 08033 | LF | 140.00 | 140.000 | 140.260 | 140.260 | 50.00 | 7,013.00 | |||
| 0056 | STEEL REINF-EPOXY COATED | 08151 | LB | 430,498.00 | 430,498.000 | 430,498.000 | 430,498.000 | 0.60 | 258,298.80 | |||
| 0057 | STEEL REINFORCEMENT | 08150 | LB | 75,939.00 | 75,939.000 | 75,939.000 | 75,939.000 | 0.56 | 42,525.84 | |||
| 0058 | EXPANSION JOINT ASSEMBLY | 07440 | LF | 92.40 | 92.400 | 92.400 | 92.400 | 350.00 | 32,340.00 | |||
| 0059 | STRUCTURAL STEEL (APPROX 2283873 LBS) | 08160 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 2,272,000.00 | 0.00 | |||
| 0060 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0061 | SHEAR CONNECTORS (APPROX 6478 LBS) | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 8001 | EW~ Fiberglass Drain Pipe | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 21,886.33 | 21,886.33 | |||
| 8002 | EW~ STAINLESS STEEL HANDRAIL | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 84,745.00 | 84,745.00 | |||
| 8003 | STRUCTURAL STEEL REVISED (APPROX 2276816) | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,265,013.75 | 2,265,013.75 | |||
| 8005 | STEEL PRICE ADJUSTMENT | 10100NS | DOLL | 0.00 | 160,092.350 | 160,092.350 | 160,092.350 | 1.00 | 160,092.35 | |||
| 8007 | REMOVE STRUCTURE MOD | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 45,602.36 | 45,602.36 | |||
| Project | X096111704001 | Fed/State Project Number | BRZ 0603 (163) | Category | 0005 TRAINEE | |||||||
| 0062 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | HOUR | 1,400.00 | 1,400.000 | 671.500 | 671.500 | 1.00 | 671.50 | |||
| Project | X096111704001 | Fed/State Project Number | BRZ 0603 (163) | Category | 0007 MOB / DEMOB | |||||||
| 0063 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 119,965.00 | 119,965.00 | |||
| 0064 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 67,404.00 | 50,553.00 | |||
| Project | X096111704001 | Fed/State Project Number | BRZ 0603 (163) | Category | 0008 NON PARTICIAPTING FEDERAL FUNDS | |||||||
| 8011 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | DOLL | 0.00 | 1,187.730 | 1,187.730 | 1,187.730 | 1.00 | 1,187.73 | |||
| 8013 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | DOLL | 0.00 | 4,507.480 | 4,507.480 | 4,507.480 | 1.00 | 4,507.48 | |||
| SUBTOT | $4,153.64 |
$4,772,678.061 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0012-1-0I |
CULVERT PIPE-24 INCH AND HARDWARE | LF |
246.00 | 0001 | $15.978950 | $3,734.28 | ||||||
0014-1-0I |
Entrance Pipe-15 Inch | LF |
45.00 | 0001 | $5.926320 | $253.35 | ||||||
0016-1-0I |
ENTRANCE PIPE-24 INCH | LF |
44.00 | 0001 | $9.642110 | $403.04 | ||||||
0019-1-0I |
PERF PIPE HEADWALL TY 1-4 INCH | EACH |
2.00 | 0001 | $194.736800 | $370.00 | ||||||
0020-1-0I |
PERF PIPE HEADWALL TY 3-4 INCH | EACH |
1.00 | 0001 | $240.000000 | $228.00 | ||||||
0021-1-0I |
DROP BOX INLET TYPE 1 | EACH |
3.00 | 0001 | $886.315800 | $2,526.00 | ||||||
0024-1-0I |
S & F Box Inlet-Outlet 24 Inch | EACH |
1.00 | 0001 | $1077.890000 | $1,024.00 | ||||||
0056-1-0I |
Steel Reinforcement-Epoxy Coated | LB |
434,430.00 | 0001 | $0.290420 | $119,859.24 | ||||||
0012-1-0A |
CULVERT PIPE-24 INCH AND HARDWARE | LF |
142.00 | 0001 | $15.978950 | $-2,155.56 | ||||||
0016-1-0A |
ENTRANCE PIPE-24 INCH | LF |
30.00 | 0001 | $9.642110 | $-274.80 | ||||||
0019-1-0A |
PERF PIPE HEADWALL TY 1-4 INCH | EACH |
1.00 | 0001 | $194.736800 | $-185.00 | ||||||
0021-1-0A |
DROP BOX INLET TYPE 1 | EACH |
2.00 | 0001 | $886.315800 | $-1,684.00 | ||||||
0056-1-0A |
Steel Reinforcement-Epoxy Coated | LB |
364,342.00 | 0001 | $0.290420 | $-100,521.96 | ||||||
0056-1-0A |
Steel Reinforcement-Epoxy Coated | LB |
17,654.00 | 0002 | $0.290420 | $-4,870.74 | ||||||
0056-1-0A |
Steel Reinforcement-Epoxy Coated | LB |
48,502.00 | 0003 | $0.290420 | $-13,381.70 | ||||||
0012-1-0A |
CULVERT PIPE-24 INCH AND HARDWARE | LF |
42.00 | 0007 | $15.978950 | $-637.56 | ||||||
0021-1-0A |
DROP BOX INLET TYPE 1 | EACH |
1.00 | 0007 | $886.315800 | $-842.00 | ||||||
0019-1-0A |
PERF PIPE HEADWALL TY 1-4 INCH | EACH |
1.00 | 0008 | $194.736800 | $-185.00 | ||||||
0012-1-0A |
CULVERT PIPE-24 INCH AND HARDWARE | LF |
62.00 | 0009 | $15.978950 | $-941.16 | ||||||
0024-1-0A |
S & F Box Inlet-Outlet 24 Inch | EACH |
1.00 | 0009 | $1077.890000 | $-1,024.00 | ||||||
0014-1-0A |
Entrance Pipe-15 Inch | LF |
45.00 | 0011 | $5.926320 | $-253.35 | ||||||
0020-1-0A |
PERF PIPE HEADWALL TY 3-4 INCH | EACH |
1.00 | 0011 | $240.000000 | $-228.00 | ||||||
0016-1-0A |
ENTRANCE PIPE-24 INCH | LF |
14.00 | 0014 | $9.642110 | $-128.24 | ||||||
0056-10C |
Steel Reinforcement-Epoxy Coated | LB |
0.00 | 0019 | $0.275900 | $-1,084.84 | ||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||